9th Street West 78 101N x Vp
FLATNORK'
PATIO
ILI
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PLACE (2) TFP4 AT EACH I
STUD IN CORNER T 4 5 ...... Ic JW ol LAOF (2) TFF`4 AT EACH
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I ATH AN ABOLT NITH-IN
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FLEVATION
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KITCHEN ELEVATION5 =ATIc__
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BATH BATH
-2 J
51
7 00
ID
4'-2'
PLACE (2) tFP4 AT EACH PLACE (2) TPF4 AT EACH
STUD IN (�,OKNER T 4 5
HITH AN ADOLT PqITH-IN 091 5TUP IN CORNER T 4 5 0
V41TH AN ADOLT V41TH-IN
TUP5
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SIMPSON PA51 E"B.
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Shean&,alls nailed al 6"o.cj on edges and 1/4
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1/4" 1'-0" IL �
12"o.c.on Intermediate supports with 8d
Common nails.
4 5F
A/C loci
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OARAOE
Shearwalls nailed at 311 o.c.on edges and ,
Y`
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IP-11 o.c.on Intermediate.supports with 8d
F TIO
commonnalls.
Tot UNPEf;Z ROOF 1 , 61 5F
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LU
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ROOF SHINOLES
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FRONT ELEVATI ON' . , I D.
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'LEFT SVE ELEVATION
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VERTIOAL NO
SIVINC7
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TRIM CIRV�.-
TYPICAL
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STUD TA BLE
Stud Spacing for Exterior Load-Bearing Walls
BLOCKINr7 Pj=-MIRED
2X4 BLOCKING a BETHEEN OUTRI66ER5 Ceiling No. 2 SPF No. 2 SYP No. 1 SYP
5HEATHIW-3 JOINT HURRICANE CLIP Height
4' FROM 5ABLE 2x4 OUTRIGGER
ENv o 4e?l o.r-. H-2.5 OR EQUAL 2 x 4 2x6 2x4 2 x 4 2 x 6
a 4&" 0.0.
-1/16' 5TRUCTURAL LI-HANGER -2x4 BAF;nE 9 ft. 16"O.C. 24"O.C. 16"o. 24"_2,.c. —16" o.c. 24"o.c.
ROOF SHEATHING
Z R.AFTER CONT. 10 ft. 12"o.c. 24"o.c. 12"o.c. 24" o.c. 16''''ox, —24" o.c.
SHINGLE STRIP 11 ft. N/A 16"o.c. N/A 16"o.c. N/A 24"o.c.
12 ft. N/A 16"o.c. N/A 16" o.c. N/A 24" o.c.
FA5CIA
13 ft. N/A 12"o.c. N/A 16"o.c. N/A 16"O.G.
2x4 X-j3F?Ac:E
1310, O.0 TOP CHORD OF 14 ft. N/A 12"O.C. N/A 1 12" ox, I N/A 16" o.c.
_—GABLE ENE) TRU55
T-O' DROP 3 1/2' Note: This table applies to struc;tures with mean roof height's<25' and
MA;�
2x4 SCAB OVIEWANO CONT. 2x4 5CAE3 constructed in a wind zone of 100 mph or less.
CONT. TOP '0 FROM TOP TO
—BOTTOM BOTTOM CHORD TW6 120,0S 8d COAk (2
CHORD is 3 0 X-BRACING FROOF SHEkTfjiNG
FROM GAEL E -W----_(PROVIDE StrUctural Notes
ADDITIONAL 2x4'6 I
AT VERTICAL IF --TOP CHORD
'3) 12d NAILS HIGHER THAN 45',
TYPICAL AT To FORM AN 'L' I. All laps in top plate sliall be a mininitirn of4l' and nailed witli 12 - l6d common nails.
X-BRAC IW_1 5"AFE)
2x4 5CAB IF 2. All slicarwalls sliall be nailedat Yor 6" o.c. as noted oil all edges and 12" o.c. interniediate DOUBLE CGABLjE
u"r MAIIIINU
To, VIE TRUSS LE
=RT. WEE3 Is
NOT PRE51�NT I OA �J#,jt_ TrLuss TO witli 8d commons LU.Q.Nj. Block all LIFISLIpported edges witil 2x4 flatwise blocking,
06UQ:-LF_ PL.A-tr- -11Cd com 4
O.C-- Sliearwalls sliall be 15/32" CDX or 7/16" OSB. BLOCKING, BOTTOM CHORD
OF TRUSS
BOTTOM CHORD (:)F
GM TOE PJAILTO TOP R-AT& -111foOf 0AA
_X A GABLE END TRUSS 3. All gable ends sliall be balloon fi-arned or fi-arned and braced per attaclied detail, WILING IbLAPHRAGM 1 0 il - - "
CONIT. 2x4xa' n SYP_/ wmw__,� _ S 6.C.
LATERAL BRACE 1(2) 2x4 TOP PLATE 4. Strap licader stLids to doiible plate witli TPP6/4 at eacli end oflicader and nall witli eiglit(8) -
a 481 O.C. 2x4 STUDS 10d common nails (U.O.N.),
UNBRACED LENGTH OF X-BRZACING MAY 7-YPiCAL -_T)v7re,100,
2x4 E3LOCKIW4
NOT EXCEED 10 FEET. IF LENGTH DOES 48' O.C. BETWEEN
GABLE AND FIRST 5. Header StLIdS and header cripples sliotild be nailed togetlier at 6" o.c. Nv/16d staggered. Clip
EXCEED 10 FEET, ADDITIONAL SCAB TRLISS LIllit to shoe plate with one (1) TPP6/,l clips and nall Nvith eiglit (8) - I od cornnion nads
IS REQUIRED. (U.0,N).
6. All window and door components must willistand a 100 N/IPH wind load.
7. All connectors are SENI[CO OF eqLjal (U.O.N.).
8. FoLindation design is based on a rnininnim soil bearing capacity of 2000 psf'. SEIWCO ',TPP 4 Q- 320,C-, DouBLIZ P�-A.T-F_
FLATPORM FRAMINGi GrABLE ENID
9. Design wind loads are based on SBCCI Section 1605 witil a win(] speed of 100 nipli.
7/1 0 5(3 G N r=A rH I A)G, - NA 14 40 C0
ALL HEADERS TO BE (2) 2X 10 NO. 2
OR,BT SYP. I-STORY, (2) 2X 12 FIRST Om ALL 5UPPOkrS W/qcA com o I rL sa es,
-T?P4 'FLOOR AND (2) 2XIO SECOND FLOOR TPP + 2,< 4- 0. C, 0
r NO. 2 OR BT SYP 2-STORY (U.O.N.) .5� 0 10d COM,
e&LASS _5HIA1&,L6,5 OVEk 154, NAIL W10
-41 0
HLIRRICANe C-LIPs- A5 A10TEA) R-50 _TN SOL.
1k0 130AR0
:2.K4- SPF ST'Uos
TYP ICAL H15ADErL
c,-r1LA,P 1&j& - 0A.11-06S 6r:mco -rPP4 6 --�>:Z o OETAtL ov TPP4 CLIP
�NAIL Wla -joeA COM.�
0-rtf1F_tfLwj:�1S A167-EO 1AJ 1/2" OR,/WAI..L
_�;pCClrlc I-OCATIOAJ5
2x4 -%PF !Sruo�- e 14 ac,
(MiN. �jo, 2.)
7/1 1�' 0_5,8, 5wI;A1-H1IYG- _j
NAIL A-5 A107-640
:rNS-rALA_ LomG- DIAAF-05100
roaS F0I?_ sT-ucco F,,,,-j'4
AWC-HOIL r�OL_r A&UST STu(_(�o Fimisw
BF, WIT",A/ t" or L-AP OIL SH01-5f S1101MG- #,S, Ajorf*40
HOCAI)IT"k- STU10 k ?-,c4 P. r. 5ti-L w111:2:')f101"A,8 �Lv4 PL_4,�,.jr (Syf,)
TP? 11 , C,�3-1 11 O'C' <2 S2."O,c, AND \Nl'rl4 IV 6,"' OF AL-i-
I/:Z 10 4.il Is — . i _r//W��"-Sr"(tANL RiAA J&i';-1
5CzMCO TPP4- CLIP (P- _5:Z`d,d WAS11-10FA.S
FA-3 e 2.4 /1 O�c COIRAJER,5 AAJ6 0jPe1V1hI6--V. L):5a
P
NAIL S-10 cl CoAA
�)T(LAP P�C_IVICCtJ �LJLS
d- 44"LOAJ(5)
(J� _5 Z 0,C. AIL �vlll- jod
OV64 COMPA477,CD F/4.1- �j
4OA-� C" UPPEtZ- ArJI)
VG&T CZ ALL COKNF-" Lowov_ 5TL)Q�',
TYPML HEADER STP% R'NWG &P.,%Da ANo Ar 4' o, c, . MIN, G" HOOK
_tF-d INro Fr&, AA/0 lZ"' ,qooK INro -SLAt :Z - 2Y.4 6 SYP
7
c-,4 c. r-rc,,
d 4 corsir - '711 C, 0 k E A T_H 1'\i 6-
7-YP/C-4 4. WALL .5,E-c T-10)V_ FL_oorL_ L 1:E C L -k,
ST eApp IN C�-
<_Rmco T P P
6' C- 3-7,- ae
I/13'j WAS R9(4-$
2)(4 Pr 5ILL WWM
lo/lo LT-'. -SI AAFSON AAA.S e 2+'IO,C
-E)CF.. JOIA-17 5EAAco IF-A-3 e -ZA'0,C, CLIP. STUDS TOP AND
BOTTOM W/ TPP4's
SEMco TFP4- @-'52m'o.c, Z'x V 6 41 WA.SHCrL 32" O.C.
1/2%7" WEDGE
e_m U 77 1, 2.>�4 Pr SILL 04 _`;ILLSEAL_ ANCHORS 0 32" O.C.
1 -4 vek-r Q 0,C A#J
Z:= Ar AL.L. Cark"Flt.S '//Z 0/10 W\AJAA O(L FibE41;q
�IL ggauq j.,vr,_, -51-Ag AA110
4" CONCRETE SLAB W/
KwX F76-4 6x6,10x10 WWY OR
"FIBERMESH REINF.
7
GRAOF- �QV 'd
I)D
I// If
7
all
<)
A 77- 6 MIL VAPOR BARRIER O)VER
ry
TREATED COMPACTED VILL (2) #5�s CONT.
2::�;(/Z_511�;Z=__11 V-4" 8"
c a T,
T
M -USE 2,5'LAP AT CokA/Ee_5
3 tt co-)T, FOIL THICKENED SLAB. -rYP(C_okL DE.T'AIL. S FO It
"TM
2 TO&Y C-0 N A 1 7-1 0A)
7-Y P CA L F-007-IAIC,- GAAz-A&6— -ey K. 1-1tilsberg, P.E.
Jeffi
5-ro�Ly 3015 Hartley Road, SLIite $0
_MDA104_12�7�1 'F-60-r - DG-rA L k`� Jacksonville, FL 2335 -aj
/A/6 7 Scale: AS A)drEp Date: -
Revision No.: Drawn f3y��_ 4&-